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C <br />d <br />46'-0" <br />6' <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />54'-0" <br />5-2$' T-18" <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />H.B..t <br />I <br />8'-0" <br />N <br />` <br />I <br />ii>' <br />23'-6$"Ia <br />. <br />' I <br />r — — — <br />f � ' <br />(2) #5 VERTICAL <br />■ <br />I <br />I <br />I <br />BARS <br />' <br />OPT. D I QPT. t/1 <br />TYP @ 1 STORY <br />----r-.- <br />-3 1/2" <br />SLOPE <br />—� <br />iv <br />U.N.O. <br />I <br />A <br />- <br />- CJ <br />I <br />°' <br />—I— CIIJ I <br />O <br />Zo <br />bo <br />K <br />S3 <br />�^� <br />■ I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I TYP @ALL PLACES SHOWN I <br />II�-- CHASE TO <br />I ISLAND . , , , , , (' ' <br />• • • • • <br />KITCHEN ISLAND <br />LOW WALLS <br />I <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION J <br />WHEN REQUIRED PER FBC I S3 <br />HOOKED FTG. DOWELS 5" EMBED <br />— <br />�c—, <br />EDGE OF SLAB 2" <br />o <br />W/ 25' EXT. ABOVE SLAB "GRADE 40 <br />I I I I <br />I: <br />I <br />BEYOND WALL <br />4'-0" <br />STEEL" 25'-6" <br />I I I <br />20'-6' <br />6'-8" 1'-4" <br />x w <br />lglo <br />CD <br />STEPS AS <br />REQUIRED <br />i I11 <br />I uL_Jg3 I <br />T-42" T-12" <br />(2) #5 VERTICAL _p" <br />N <br />Cl) <br />- ' <br />BARS <br />PER FIELD <br />CONDITIONS <br />�qIY <br />I PROVIDE 1 y2" RECESS I I �� qlZ <br />�cb°° I E I ' <br />K <br />CC <br />I <br />CC <br />19 <br />N <br />— — <br />FOR SGD. REFER TO I _J�h <br />■ I N I I I r-- - -Ih <br />MASON'S SLOPE FOR I I III I ' <br />WIDTH III p•W, III <br />'W.H.�` <br />1 <br />S3 <br />I <br />S3 I <br />■ <br />io <br />S3 <br />o <br />—CJ <br />— <br />— — <br />_ <br />o <br />9 <br />o <br />LO <br />S3 <br />I <br />16--11$" 8-_6j, <br />— — — }— — — — —I ■ <br />1/2" SLOPE <br />v <br />-3 <br />1 /2" <br />Cv <br />33 <br />7'-1$' 4'_8" <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. PROVIDE Y2" x 9" I <br />�, <br />L o0 <br />-v <br />— — <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />S3 <br />■ : I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4' <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4'4CP <br />G <br />S3 <br />: <br />I ■ <br />■ ■ <br />:s. <br />f............ J .. :: :: <br />:: <br />�� <br />A CP <br />10 <br />— — <br />■ 01-0. <br />17'-5 ' <br />36 <br />' <br />90. <br />S3 <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" <br />I' <br />STORY U.N.O. <br />o <br />I W/ (3) #5'S E.W. <br />CJ <br />_ <br />/ AHU _ — — CJ — in <br />_ CJ LCJ <br />' I HVAC CHASE <br />1 I <br />BASED ON <br />LOCATION �� ��� <br />:.'.'.'.'.'.'.:;— =,3 -- - <br />I <br />I� ��II } I <br />I <br />tin <br />�0-0 <br />2, 9, 2,_8�. 2'-118'Il II <br />L JI + <br />co <br />LO <br />H B4- TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />,. 3,_58" 2 -6j" 6'-0" 6'-0" 6'-0" T-10" 4'-2" 3_28„ 2,-985,. 6,_0„ 6-4- <br />FOUNDATION PLAN MONO — ELEV—Bl_ <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />�-• VA"' <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />. • <br />:;: <br />#5 CONTINUOUS <br />,�: <br />:: _: <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />Vg <br />#5 X 25" X 25" CORNER <br />;�'•';' '•:•; '�'• j ' <br />'' •• ' <br />; ; <br />,• <br />BAR ONE FOR EA. <br />' ' ' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />• • %• - %•, <br />"Alternate: <br />' <br />The reinf. bars shall be <br />f • ;r • ;1 „r ;Y • ;� <br />cont. around corner by cold <br />• • • • •: <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />vN <br />C) <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />N c0 <br />N pp <br />Q — � # <br />IQ <br />V <br />� C. .0 W u i <br />� <br />0 <br />0)5 <br />CnN')_j VA w w <br />— 0--j a a <br />0)H <br />a <br />Z <br />" S LLl rn 7 <br />� F a a W 0 <br />�N0) 0 <br />o o <br />Wmo-�O <br />_ <br />� �g CDo <br />mg¢v <br />Z <br />LL W <br />�oa� <br />0, <br />NQcN'MZ <br />U <br />Z <br />U ❑❑❑❑ <br />W <br />z <br />z � <br />z <br />OOL/) <br />¢ o <br />z = <br />o <br />a <br />U M <br />Vi Y <br />W p <br />0 <br />t!1 <br />t� <br />w <br />Of E <br />:D <br />o <br />� <br />U 00 <br />w = <br />r m E <br />=i <br />- <br />� <br />tffil <br />U <br />C N (D <br />¢ o <br />14 <br />CD <br />C.0 <br />w <br />Cl)w <br />z <br />f <br />J <br />L.L. <br />E <br />zo <br />>ry <br />zo <br />Q <br />OU <br />wo <br />z® <br />oa <br />ca 6 <br />~ <br />io <br />pQ <br />00 <br />o <br />o ru <br />�o <br />a <br />a� <br />ao <br />s <br />mo <br />. � <br />00_ <br />� <br />zNc <br />J <br />�z <br />rA <br />aw <br />g� <br />12 <br />CX <br />w <br />z <br />NW <br />W <br />ow <br />w <br />x <br />(7 � <br />nj <br />O <br />O <br />V <br />w <br />is <br />a <br />03 <br />0 cM <br />= <br />> M <br />NN <br />ai <br />^L1 <br />W <br />C13 <br />O <br />•> <br />N <br />= <br />00—%. <br />Q <br />C <br />L <br />0 <br />O <br />ib <br />o <br />O N <br />'0 <br />J N�/� <br />� <br />I N <br />0°o r <br />r <br />o <br />wLO <br />M <br />o <br />z <br />m <br />z <br />� <br />E 0 <br />iri <br />N <br />co <br />m <br />d <br />E <br />U <br />p 4? <br />Q <br />c <br />JOB <br />NO: <br />20-1126 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />